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Home My WebLink AboutSEPA EPIC-21-90 - LINARDIC ED - NORTH HILLS OFFICE BUILDINGNORTH HILL OFFICE BUILDING 5900 SOUTHCENTER BLVD. EPIC -21 -90 .x CITYLF TUKWILA DEPARTMENT OFVIMUNITY DEVELOPMENT FAX NUMBER: (206) 431 -3665 TO: DATE: TITLE: FROM: C-0)th 4V COMP ' TITLE: / i t...!._. ,,i• .. Ilk , ...._...., k . ■ :), , ett.....,....,...d.___ DEPARTME li DEPARTME�NIT: FAX NO. 85'-'T 100(0 NUMBER OF PAGES TRANSMITTED, INCL. THIS COVER SHEET: SENT BY (INITIALS) : oi•4141 IF THIS COMMUNICATION IS NOT 2 0 CLEARLY RECEIVED, PLEASE CALL: _ J DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 C Office: (206) 431 -3670 06/15/90 A F F I D A V I T I, SYLVIA A. OSBY O Notice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Packet O Board of Appeals Agenda Packet OPlanning Commission Agenda Packet fl Short Subdivision Agenda Packet O Notice of Application for Shoreline Management Permit fl Shoreline Management Permit was mailed to each of the following addresses on Fa °SOP (U��) O F D I S T R I B U T I O N hereby declare that: Determination of Non - significance IXXMitigated Determination of Nonsignificance ❑ Determination of Significance and Scoping Notice Notice of Action Official Notice Other Other Name of Project North Hills Office Bldg. File Number EPIC -21 -90 9 Signatu,bg tr February 6, 1992 WAC 197 -11 -970 ADDENDUM TO MITIGATED DETERMINATION OF NONSIGNIFICANCE Description of Proposal Comprehensive Plan Map Amendment from Office to Commercial and a Rezone from Professional Office (P -0) to Neighborhood Retail (C -1). Proponent Ed Linardic Location of Proposal, including street address, if any 5900 Southcenter Boulevard; Section 23, Township 23, Range 4E. Lead Agency: City of Tukwila File No. EPIC-21-90 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. [l There is no comment period for this DNS fix This DNS is issued under 197 -11- 340(2). Comments must be submitted by October 17. 1990 . The lead agency will not act on this proposal for 15 days from the date below. Responsible Official Rick Beeler Position /Title Planning Director Address 6200 Southcenter Boulevard, Tukw Date_ 4/Prz_ Signature Phone 433 -1846 98188 You may appeal this determination to the City Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Planning Department. FM.DNS • CITY OF TUKWILA ADDENDUM TO MITIGATED DETERMINATION OF NONSIGNIFICANCE NORTH HILLS OFFICE BUILDING DATE: REVISED DATE: PROPOSAL: LOCATION: APPLICANT: FILE REFERENCE: THRESHOLD DETERMINATION: 28 SEPTEMBER 1990 03 FEBRUARY 1992 Rezone from PO (Professional Office) to C -1 (Neighborhood Retail) 5900 Southcenter Boulevard, Section 23, Township 23, Range 4E. Ed Linardic EPIC- 21 -90, 90 -1 -CPA, 90 -1 -R This is a Mitigated Determination of Non - Significance The environmental analysis consisted of review of the Environmental Checklist dated 28 September 1990. As a condition by Tukwila's City Council additional information was provided pertaining to the traffic count. This is reason for the revised MDNS on February 3, 1992. DESCRIPTION OF PROPOSAL The proposal consists of a 9,524 square foot office building and a 33 stall parking lot. The applicant is requesting a Comprehensive Plan Amendment and a Rezone. The property is currently zoned for P -0 (Professional Office). While the Comprehensive Plan is designated for RMH (Multiple Residence High Density). NORTH HILLS OFFICE BUILDING MDNS EPIC- 21 -90, 90 -1 -R, 90 -1 -CPA Page 2 DESIGN FEATURES The proposal was approved by B.A.R. (Board of Architectural Review) on July 5, 1990. PERMITS REQUIRED * Utility /Street permits * Mechanical Permit * Building permit * Grading Permit CONCLUSIONS AND RECOMMENDATIONS Issuance of a Mitigated Determination of Non - Significance is appropriate since the environmental review has been mitigated for this proposal. Staff's response to the Mitigated Determination of Non - Significance is as follows: TRANSPORTATION The site fronts on Southcenter Boulevard. Access to the site is via a shared (North Hills Apartments) access easement along the west property line from a driveway cut at the east end of the property. The turning movements to and from the site are restricted to a "Right Turn" in and out based on a previous condition of approval for the original 3 -story office building. A Traffic Impact Study was prepared by Entranco Engineers, Inc., dated 28 March 1990. The report indicated the project is expected to generate an average of 225 daily vehicle trips, with 27 trips occurring during the evening peak hours and 18 trips during the noon peak hour. The North Hills Rezone was approved, based on 430 ADT. The Traffic Impact Study prepared by Entranco Engineers, Inc., dated 28 March 1990 was revised on 09 January 1992 to show the correct average daily vehicle trips with the following conditions. • • NORTH HILLS OFFICE BUILDING MDNS EPIC- 21 -90, 90 -1 -R, 90 -1 -CPA Page 3 * Required monitoring of ADT peak on a quarterly basis for the first two years and annually thereafter. * If the monitoring program identifies the 430 limit being exceeded, the development shall be required to provide the necessary corrections to reduce the ADT volume below the 430 limit. The change in ADT does not have a significant impact nor warrant any SEPA modifications other than establishment of the monitoring program (at the developer's sole expense). This report recommended that the following be accomplished to enhance safety and operational efficiency: * Paint a crosswalk for the North leg of Southcenter Blvd /North Hills driveway intersection. * Repaint the existing striping on Southcenter Blvd to clearly identify the center left turn lane. * Monitor the Southcenter Blvd /North Hills driveway intersection with future development to determine the implementation of a traffic signal. Storm Drainage To mitigate adverse water quality impacts to the storm water system from sedimentation, tire cleaning provisions shall be made and any existing catch basins where mud is likely to collect shall be protected by filter fabric. Water Provide looped system and secondary water source for reliable domestic /fire protection. The developer shall provide water extensions to existing mains to the south in Southcenter Blvd and west to the Arco /Mini Mart. Plants Proposed new trees shall not be planted in compacted soil unless gravel drain slumps are installed under each tree or the subgrade soil is rototilled. WAC •197 -11 -970 MITIGATED DETERMINATION OF NONSIGNIFICANCE Description of Proposal Comprehensive Plan Map Amendment from Office to Commercial and a Rezone from Professional Office (P -0) to Neighborhood Retail (C -1) Proponent Ed Linardic Location of Proposal, including street address, if any 5900 Southcenter Boulevard, Sec. 23, Twn. 23, Rge. 4E. Lead Agency: City of Tukwila File No. EPIC -21 -90 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after • review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. (I There is no comment period for this DNS Q This DNS is issued under 197 -11- 340(2). Comments must be submitted by October 17, 1990 . The lead agency will not act on this proposal for 15 days from the date below. Responsible Official Rick Beeler Position /Title Planning Director Phone 433 -1846 Address 6200 Southcenter Boulevard, Tukw'l. ♦'A 9:188 Date (,.(/70 Signature You may appeal this determination to the City Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Planning Department. FM.DNS CITY OF TUKWILA MITIGATED DETERMINATION OF NONSIGNIFICANCE NORTH HILLS OFFICE BUILDING DATE: PROPOSAL: LOCATION: APPLICANT: FILE REFERENCE: THRESHOLD DETERMINATION: 28 SEPTEMBER 1990 Rezone from PO (Professional Office) to C -1 (Neighborhood Retail) 5900 Southcenter Boulevard, Section 23, Township 23, Range 4E. Ed Linardic EPIC- 21 -90, 90 -1 -CPA, 90 -1 -R This is a Mitigated Determination of Non - Significance The environmental analysis consisted of review of the Environmental Checklist dated 28 September 1990. DESCRIPTION OF PROPOSAL The proposal consists of a 9,524 square foot office building and a 33 stall parking lot. The applicant is requesting a Comprehensive Plan Amendment and a Rezone. The property is currently zoned for P -0 (Professional Office). While the Comprehensive Plan is designated for RMH (Multiple Residence High Density). DESIGN FEATURES The proposal was approved by B.A.R. (Board of Architectural Review) on July 5, 1990. NORTH HILLS OFFICE BUILDING Page 2 MDNS EPIC- 21 -90, 90 -1 -R, 90 -1 -CPA PERMITS REQUIRED * Utility /Street permits * Mechanical Permit * Building permit * Grading Permit CONCLUSIONS AND RECOMMENDATIONS Issuance of a Mitigated Determination of Non - Significance is appropriate since the environmental review has been mitigated for this proposal. Staff's response to the Mitigated Determination of Non - Significance is as follows: TRANSPORTATION The site fronts on Southcenter Boulevard. Access to the site is via a shared (North Hills Apartments) access easement along the west property line from a driveway cut at the east end of the property. The turning movements to and from the site are restricted to a "Right Turn" in and out based on a previous condition of approval for the original 3 -story office building. A Traffic Impact Study was prepared by Entranco Engineers, Inc., dated 28 March 1990. The report indicated the project is expected to generate an average of 225 average daily vehicle trips, with 27 trips occurring during the evening peak hours and 18 trips during the noon peak hour. This report recommended that the following be accomplished to enhance safety and operational efficiency: * Paint a crosswalk for the North leg of Southcenter Blvd /North Hills driveway intersection. * Repaint the existing striping on Southcenter Blvd to clearly identify the center left turn lane. * Monitor the Southcenter Blvd /North Hills driveway intersection with future development to determine the implementation of a traffic signal. NORTH HILLS OFFICE BUILDING MDNS EPIC- 21 -90, 90 -1 -R, 90 -1 -CPA Page 3 Storm Drainage To mitigate adverse water quality impacts to the storm water system from sedimentation and tire cleaning provisions shall be made and any existing catch basins where mud is likely to collect shall be protected by filter fabric. Water Provide looped system and secondary water source for reliable domestic /fire protection. The developer shall provide water extensions to existing mains to the south in Southcenter Blvd and west to the Arco /Mini Mart. Plants Proposed new trees shall not be planted in compacted soil unless gravel drain slumps are installed under each tree or the subgrade soil is rototilled. • CITY OF TUKWILA ENVIRONMENTAL CHECKLIST -\1. l-IP�L;II�'� M JUL 17 1990 \ 1 1 Ci�"Yoi -.1 ur.4 v :4_A Control No. �„ Lw miNG DEPT ._ Epic Fil —No 7 -yo Fee $100.00 Receipt No. A. BACKGROUND (TO BE COMPLETED BY APPLICANT) 1. Name of proposed project, if applicable: North Hill Office Building 2. Name of applicant: Edi Linardic 3. Address and phone number of applicant and contact person: 1836 Westlake Ave N #204 Seattle WA 98109 283 -4764 4. Date checklist prepared: 4/22/1990 5. Agency requesting checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): Start of Construction: July, 1990 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. North Hill Apts. North of this property. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No • • TO BE COMPLETED BY APPLICANT 10. List any government approvals or permits that will be needed for your proposal, if known. Rezone BAR Building Permit Electrical Permit Plumbing Permit Occupancy Permit 11. Give a brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you describe certain aspects of your proposal. You do not need to repeat answers on this page. The Project is a one story building (9,524 sf) and 33 parking stalls. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 5900 Southcenter Blvd. 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Map as environmentally sensitive ? No. Site does have steep slopes. 2 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? 45 %max. slope c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck,)? If you know the classification of agricultural soils, specify them and note any prime farmland. sandy, gravely soil d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. The steep slopes to the north of the proposed building are presently stable and will not be disturbed during construction. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Balanced cut and fill with possible minor export. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe. g. No. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt, concrete or building)? 45.0% TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Install filter fabric, ditches. 2. AIR a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if know. Dust and vehicle emissions during construction. Vehicle emission during regular use. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Yes, automobile exhaust from cars driving on South Center Blvd. c. Proposed measures to reduce or control emissions or other impacts to air, if any: During construction, use of good quiet machinery and spray water over site to keep dust to minimum. 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year - round and seasonal streams, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. • • TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only 2 3 Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. Estimate the amount of fill and dredge material that would be placed in or removed from water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface withdrawals or diversions? Give general description, purpose, and approximate quantities of known. Construction of new drainage system that will collect run -off, detaining it, and discharging to local storm drain system. 5 6 Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No. Does the proposal involve any discharge of waste materials to surface waters? If so, describe the type of waste and anticipated of discharge. No. b. Groundwater: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such system, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. New storm detention system that will collect the run -off and discharge it to local storm drain system. 2) Could waste materials enter ground or surface waters? If so, generally describe. No, possibility exists though if any sewer pipes break. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Storm drainage system including catch basins, underground pipes and grassy swales. • • TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only 4. PLANTS a. Check or circle types of vegetation found on the site: -K deciduous trees: alder, maple, aspen, other: -X evergreen trees: fir, cedar, pine, other: - shrubs - -- grass - -- pasture - -- crops or grain - -- wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other: - -- water plants: water lily, eelgrass, milfoil, other : - -- other types of vegetation b. What kind and amount of vegetation will be removed or altered? Addition of new landscaping, removal of existing ground cover. c. List threatened or endangered species known to be on or near the site. None. d. Describe proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Proposed landscaping will meet City of Tukwila Zoning Code requirements. 5. ANIMALS a. Circle any birds and animals which have been . observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: crows, sparrows, robins mammals: deer, bear, elk, beaver, other: none TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only fish: bass, salmon, trout, herring, shellfish, other: None b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Gas /electricity for heating and cooling. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Insulation of roof, walls and slab as required by energy code. TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. No. 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any. None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic along South Center Blvd. 2) What types and levels of noise would be created by or associated with the project on a short -term or a long -term basis(for example: traffic, construction, operation,other)? Indicate what hours noise would come from the site. 3 Construction between 7:00 a.m. and 4:00 p.m., traffic noise and usage of facility at peak hours. Proposed measures to reduce or control noise impacts, if any: Use of quiet equipment during construction. • • TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only 8'. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Site is vacant, to the North is apartments, to the East is vacant lot, to the South is South Center Blvd.,to the West is AM PM Mart. b. Has the site been used for agriculture ? If so, describe. No. c. Describe any structure on the site. None. d. Will any structures be demolished, if so, which ones? No. e. What is the current zoning classificationtbd site? PO, rezone to C -1 f. What is the current comprehensive plan designation of the site? Commercial g. If applicable, what is the current shoreline master program designation of the site? None. h. Has any part of the site been classified as an "environmental sensitive" area? If so, specify. Part of the site is classified as steep slopes. i. Approximately how may people would reside or work on the completed project? 30 max. 10 ■ • TO BE COMPLETED BY APPLICANT Evaluation for J Agency Use Only Approximately how may people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Building will be approx. 17' -4" high. It will be constructed of concrete and clear glass with ceramic tile feature strips and entry portico. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low - income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 10. AESTHETICS a. What is the tallest height of any proposed structures(s), not including antennas; what is the principal exterior building material(s) proposed? High: 17' -4" Exterior: concrete, ceramic tile and clear glass 11 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: Use of modulation of the facade and landscaping. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Possible reflection from glazing at dusk. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12. RECREATION a. What designated and informal recreational opportunities are on the immediate vicinity? Fort Dent Park. b. Would the proposed project displace any existing recreational uses? If so, describe. No. 12 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No. b. Generally describe any landmarks or evidance of historic, archaeological, scientific, or cultural importance known to be on or next to the site. No. c. Proposed measures to reduce or control impacts, if any; None. 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Soutticenter Blvd b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. c. How many parking spaces would the completed project have? How many would the project eliminate? 33 stalls, none. 13 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only d. Will the proposal require any new roads or streets, or improvements to existing roads or streets not including driveways? If so, generally describe (indicate whether public or private). No, e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 60 Peak volume would occur from 4 PM to 5 PM Proposed measures to reduce or control transportation impacts, if any: Traffic routes will not be impacted significantly by this project. 15,. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, recreational facilities, other)? If so, generally describe. Yes, emergency only. b. Proposed measures to reduce or control direct impacts on public services, if any. None. 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. 14 TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Hook -up of storm sewer, sanitary sewer, water and telephone. C. SIGNATURE The above answers are true and completed to the best of my knowledg-. I understand that the lead agency is relying •! them to make its decision. Signature: Date Submitted:4/ /1990 15 • TO BE COMPLETED BY APPLICANT Evaluation for Agency Use Only E. SUPPLEMENTAL SHEET FOR ALL PROJECT AND NON PROJECT PROPOSALS • The objective and the alternative means of reaching the objectives for a proposal will be helpful in reviewing the foregoing items of the Environmental Checklist. This information provided a general overall perspective of the proposed action in the context of the environmental information provided and the submitted plans, documents, supportive information, studies, etc. What are the objective(s) of the proposal ? The objective is to provide a more suitable zoning for this project. Due to topography there are no windows along the North elevations which makes it more difficult to lease this project as an office space. The site is presently zone PO thus limiting this project to office related use only. If rezone is approved and this project is zoned to C -1 than retail activity can take place which is more appropriate use due to location of this project. The market for office is limited at this time while market for retail at this time is in great demand due to proximity to South Center Mall. 2. What are the alternative means of accomplishing these objectives? Option one is to build this project as an office building and hope to attack enough tenants to make it successful. Option two is to expend the tenant base if this property was zoned to allow both office and retail use. 3. Please compare the alternative means and indicate the preferred course of action: Option two is less restrictive and due to nature of the site and location is preferred option and more appropriate zone the proposed project. 16 ELi a. architects 'Morale design group . architects 1838 westlake eve. n. suite 204 seettI•, we 98109 (200)283 -4704 . V.4\REGISTERE0 I consultants: 100 101 OFFICE II OFFICE II II II II II p ii • U FLOOR _PLAN ver -,•-c project title : 1 -n-1 HILL_ OFF-16.E �IlLtaf�a %Pm«, Az;u-n- e-e.,..rrtu. ox:.. 1{•. • n -eau ac c•tr. ors: Zc.cae.. ROOF PLAN` ;I' is r rr JUL 1719901 rLAM*llNG DEPT. Gd;uoom a,,cQzcbGNtrrr sheet title : FLc�rz PLAN . ROOF— F'L -IN.N rn reoletro dale mro: drawn: dale: ll /20 /gq t3,eetro: �. A:2 • O ' SOUTH ELEVATION l/t -r-0• • IeL. �Gb.O•. ' NORTH ELEVATION 0000 .6 FIwl. 6is•- 104.0 ST ELEVATION. O . ?• 4 61X 6'r.. GFi. " G•te¢IrTi ni%1JT • E>w.l • clomussmin • 00;00 C IPP0o. a °IR° WEST ELEVATION ®tlsl• 4oeoe ' 2.° so owtr. vle•�.. I JUL 171990 L, 13 a architects lInerdIC assign group-. srchltscts 1836 wstlaks wan suit. 204 . seethe, we 95109 (206128.3 -4764 . ED REGISTER ARtW,EL . • . n Of luwwcro. consultants : project title : N 7RT1 -� HILT_ OBI= IG� - 1Tuie..s -i GF,i.ir oil, u..r„oe1¢71=6-rsv sheet title :' GO. /40 to data phro: Darr,: date' 1( /2 %q fro: O.. / T-r' 4T-r. ' / T- / 9 PLANTING: BED TYP. 1' RADIUS TYP.. • EXTRUDED CONC CURB AC PAVING — SUB BASE PER - SOILS REQ'MENTS EXTRUDED CONC CURB 9. -T PLAN" 5 CO{44C "WNl' 1 tr owe. 2-#4 HOR 024 CC 2%4 SUSP ACOUST CG ORM ' 2X4 SUSP•ACOUST CLG TLE EXT 409 ' RECESS DOWN UQIT . TIOURESCENT RECESSED TRp9TPR AC PAVING CONC CURB AND •SIDEWALK(EXPOSED AGG) • CONC CURB 1r 5 21 HIRCE(2 PR 09) '7:1X7 /1.r sr FRAME w/1 TrXr' cote P9. WEIDED TO ST 0 Tab CLDAP (STAIN TO MATCJ4•19.2G) r 'HXR1C SUB ON GRADE W/ WIRE MESH.. SECTION ELEVATION • SUB BASE PER • SOILS REPORT CNN BOLT ONE PER GATE L. 5.5 CONC WALL PAINT 3,1 r GLV ROD a TURN BUCKLE .. o PER ELEVATION SCREEN WALL O REFLECTIVE CEILING PLAN J /r -1'-0* CONC ..WALK NON— SKID 1 • BROOM' FINISH .' SLOPE 1:12 .SLOP' LOPE 1:6 l 6 HANDICAP CURB CUT PACK GAPS Wa. !NSUL. - ROOF DECK BEAM OR-PURUN 1/2 GWB BRACE 0.12' OC MET STUD SUSP ACOUST • CLG . DUNPSTER ENCLOSURE °DRAFT STOP • — OVERFLOW INSTALL - , W/ LEAD FLASH'G & -. WIRE BASKET STRAINER BUILT —UP ROOF G. PLYWD. • .. CANT CLAMPING RING OVER LEAD ., FLASHING & MEM. PLIES ROOF DRAIN 4 —Cr SQUARE. 20' SO FLASH'G ON ROO FELTS LEAD SET SUSP ACOUST TILE • COMPRESSION STRUT AT LAT .. -..' 'BRACING PT. 12 GA VERT /ANGER WIRE 0 4' -tY OC LATER. FORCE BRACING 0 EA 12 GA VERT WIRE SECURED TO WITHIN RUNNER WN 2 OF CROSS TEE INTERS -ECTION A10 ' SPLAYED _ • 90 FROM EA OTHER • l2 OC IN • 80154 DIRECTIONS W /FIRST P0!NT . WITHIN 4' -0 OF• EACH WALL - - 1. '/STALL SUSP ACOUST CLG S/SIEM PER UBC' Sr0 147 -18 .. 2. SUPPL/ AOOITONAL -12 CA WIRE.. FOR UGHT FIXTURES INDEPENDENT OF GRID .SYSTEM. 3. HANGERS SHALL BE ATTACHED TO BOTTOM OF WD JOISTS WITH .APPROVED TYPE PER uBC STD 147 -18 .. TYP SUSP CLG DETAIL • 2509 METAL 1MLIDE UM TUNA( r S0 srEEL POLE .: RANCH= 84 COVER. BASE 7 r ANCHOR BOLTS PLATES LT GRADE - - PERT ROD /4 ' HOAR RI 8000 MMUT r- iliR "v ICI :' xr DM ea4c �sE.lu:I�,c•!I�L!� i..,1 " l I ' JUL 17 19901,_ • UGHT STANDARD BASE ! cT ' TRIG GE °T architects linardlc design group . architects 1830 wostisks ave.n. suite. 204 seethe. we 00109 (200)283 -4704 443 NI ARCHITECT 1...rek MANX 1n nwe OUSILILel consultants: project title : LL- G71 =F-I� ;tPLJIL_ DING c.241.=-7 iLn.l..1 16.'. sheet title: fZEFL_�GTE�' GEI L-1 NI Gri N /"/40 m talkies puns: checked: mrteHi /L42/154 etteetro:' /� -4. / -A ti PREF905MEO MET COPING CONC.(PA08) BURT -UP ROOCC ' PLYWD SIR �V)mTs 30 BATT IIGUL PROVIDE DRAFT SIOPS 0 9.000 SF ROOF. AREA• MAX !---------------- s, C o0 PARR) SUSP AGGUST 01.0 9 INSTALL PER OBS 510 497-19 FOR ZONE 9 ,f COW COL (SEE SIR ENS) SLOPE (,r PER FOOT W WIRE 1. I.SUL CLEAR CLASS M QFM tAN00 ALLw 5 10 FRAME — CONC SLAB ON MOE WIRE MESH 24'0E BOOS) RIGID A SECTION SUB BASE PER SOILS REPORT FTC4• % oP•.FSICT-•l..17 SECTION 0 TTJQT O A -5 irr_• -• SECTION A -5 1 /r -,•-v SECTION %E \ SECTION . • r „• ' ' +o Pei S F I JUL 171990_ LSD a architects Ilnardtu design group • architects 1838 westleke .. en. suite 204 seettle, we 08809 (206)283 -4784 WI Mat. 421 REG1i 'E0 ETAT. er WATNw9TON consultants project title : NOtz�') -►. 1- 411_i_ wiLDINC�_ .14:70 isOArT1- 4. 2L.. , - TV,LWIL.A 1 L.14. • Cg... - -CR 0.34.1;1729129.2.17.76.C3' sheet title : LAI /4o Parkas date pbno: draws,: dtlm:. 1I/ za /yi theetn0:' a architects Ilnardle deslen-9rOu0 • archltsets :1838 watlake 44(4 n. suite 204 0e0ltle,wa 88109 (206)283-4764 CLEAR ANOD ALUM • STOREFRONT. FRAME -1" CLEAR INSUL GLASS CLEAR ANOD ALUM STOREFRONT FRAME. NARROW STILE DR MET DRIP CONC (PAINT) BUILT -UP ROPG • CLEAR ANOD ALUM • STOREFRONT FRAME 1" CLEAR INSUL GLASS. CLEAR ANOD ALUM • • BRAKE. SHAPE CLEAR ANOD ALUM BRAKE SHAPE CLEAR ANOD ALUM J STOREFRONT FRAME 1" CLEAR INSUL GLASS - consultants MET R GLET CONC (PAINT) WOOD CANT(TREATED) CONC" (PAINT) WOOD CANT(TR 1" CLEAR INSUL GLASS DIM PT BUILT -UP ROPG BUILT- UP-ROF' PLYWD SEE STR DWGS _ PLYWD SEE DWGS CONC (PAINT) 2X4 0 -.164 OC 5/8". GWB CONC (PAINT) DRIP- 0 HEAD ONLY HM FRAME - project title :. Ri H 11i LI -- :. oF-r -IC-E P LJI L �I NCa CLEAR ANOD ALUM STOREFRONT FRAME 1" CLEAR :NSUL GLASS CONC SLAB ON GRADE DR SEE SCH, 'TLlct -�u:a , mow. . R -11 BATT INSUL CLEAR 'A OD ALUM STOREFRONT FRAME 17 C • " INSUL GLASS .: CLEAR OD ALUM BRAKES •E nJiccatZAaacrea sheet title : _I�E7,dILh C (PAINT) FLASHING DR SEE SCH THRESHOLD. dab 5/87 EX l' GWB Giic4; 91i411:1G1 JUL 17 1990 J ^:Al:•liNG DEPT, Job to shear re: chedted: A-co:. dare: A architects Ilnardlc Assign group -. architects 1834 weedier. ■w.n • suits -204 ssattls, wa 04704 . (2001283-4704 project title NORTH H ILI_ oFF- ICS le:›Li LLD NCI w`2 -tanen-Kitdr sheet title : 6 /ulgQ rtn j7bro: 1' 20'.. • . MI EBDSIASEDIMENTArio% aoft. VQTEB1.. .. ..�, f • I: ALL LIMITS Or CLEARII NG AND AREAS VEGE.AOEO PRESERVATION 1CLD. AS DESCRIBED ON THE`PLAWSHALL BE "CLEAAU,Y.PLAGGED 001-THE FIEID.AND. j, ALL &EINAR! 'SEDIMENTATION/EROSION CONTRCIL'FACILITIES :MUST. BE CONSTRUCTED . AND 113 'OPE TION'P8108 TO.)hAN0..CLEARING- AND /OR OTHER CONSTRU ETON TO I THAT SEDIMENT.LADEN WATER DOES NOT ENTER THE NATORAL 'DRAIN E SYSTEM.. ALL EROSION AND'SEOI(1EMT FACII.ITIES SHALL BE MAINTAINED IN A SATISFACTORE'�CO1101?2 N UNS1L: 8UCH TIME'THAT CLEARING AND /OR CONSTRUCTION- IS.'COMPLEPED AND POTENTIAL FOR ONSITE EROSION. HAS PASSED.- THE IMPLEMENTATION. MAINTENANCE. REPLACEMENT - AND'AD01?10NB TO EROSION /SEC I M ENTAT I ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OP THE PERM ITTBB.. 3. THE ERDSiON'AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING. ARE 'INTENDED TO'B! -MINIMUM REQUIREMENTS TO Meer: ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION:PROGRE5563 AND UNEXPECTED OR SEASONAL CONDITIONS. DICTATE. THE PERSIST!! SHOULD ANTICIPATE THAT'MORE EROSION AND SEDIMENTATION CONTROL ' FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL CO THE 8ROPOS2D SITE. .. DUaING THE COURSE`.OP CONSTRUCTION. IT SHALL BE THE-OBLIGATION AND RESPONSIBILITY- OF THE PERMITTER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED •BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES. OVER. AND ABOVE MINIMUM REQUIREMENTS. AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND waren DUALITY OP THE RECEIVING DRAINAGE SYSTEM. - • . " 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT 00.ES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN. 5111: NOR LOCATION OF PIPES. RESTRICTORS. CHANNELS OR RETENTION FACILITIES. 5.. ANY OISTURB':D AREA WHICH HAS BEEN STRIPPED OP VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FORA PERIOD OF 30 DAYS OR MORE MUST He IMMEDIATELY STABILIZED WITH' MULCHING, GRASS PLANTING OR -OTHER 'APPROVED EROSION CONTROL TREATMENT APPLICABLE' TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ' ACCEPTABLE ONLY DURING THE MONTHS OP APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED TIME PERIOD weerievea IT I5 IN TOE INTEREST OF THE PERMITTEE. BUT MUST BE AUGMENTED WITH MULCHING. MEETING. OR OTHER TREATMENT APPROVED BY THE DEPARTMENT. .. CONSTRUCTION SEQUENCE l." 611040 paseosSTROCTION NESTING. -. .. 2. INSTALL CONSTRUCTION BUTRA8C8. • 1. FLAG. CY.ABING tuns. 4. PUCE ST[Aw SAL! oat 18 EXISTING 01120. s. 189TALL flLT88 Once AND'bIVl881OM DITCHES. S. CONSTRUCT VEST SIDE EROSION 1080551. DITCH me P5BPOSATED RISER. �). CLEAR Alf/ jig SITE. E. mon WMUI3AEL6 MATERIAL. 9. GRADS TO MISREAD! 10. 8E518 90J185 SURCHARGE: 11. MAINTAIN 0R09ION /98D1NXIATION CONTROL HLA3U1R9 DURING ALL READING. 12. HTDR05ER'1 -AID HULCII ALL EXPOSED AREAS. NOTE: ALL EXCAVATION, Fl ANO COPMACTIOM.0HALL 81/ DONE PER 5e0TEC9 CONSULTANTS SOIL REPORT S0. ;, " 88383, DATED NOVEMBER, 1988. • A4..sr NESS fx f- R).40). TOLL ILT I.G. vO,6 GpjT'tOV PCB 9NN.. � .. • 'DBTANL. nos KIT. T.B. -14.81 - - . ..6..64.24_ Z / :/ / 2i3 4. . ouTNcENTER 8•G' W..TBR MAIAI� GR22 69 fKluSC*. • 5014S 121434 SITE'- rvv'�� UFbM"I 2e1'- -.AM. OF ULrOMRKTL.p FILL -, F�Vi'f1AAc �sc56 S1MAL.A_ 13e. Q:G -Gel CLeusMf�. -TIM V4. P.1,A,Y P -1J 1 '• IN 0.8. /16.p27 FIIJWLN GOAD .* A17-CAJNP eUILD■mt. 0.042JMGff2. SITE LOCATION MAP SCALE: 1'4 2360" IFRAME a. LASOEQ OE41EPs- OFFSET. SEE. NOTE 3. FEAMi �; 0 COVER ELEVATgw fY L, w /w)ao 6lRSOeI 3� N '. '\ I. ►.a 9TI.0 �y� 95.00 - 'C9'r.bp)-((.OF li[.00 )'�___________ - IMF -1Z / OFF1G6 6UIL.DT4YT. A.00 (othrt,S'T4 F F = bi.• ' FI..M' FANG q: (347 .A.' FIP9 30PPOEY(S1, 3-R.O50G ROVED OE IMNEOBFD 5-19CALLA - 5'104A1.44. IW O00 su1 POqT. Q51>N,1N.L '✓ALL GoMJTRO L. 601.U4-11.1125 - D ETA1 L" STORM DB.1INAGB NOTES . . 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR • MUNICIPAL PUBLIC WORKS CONSTRUCTION. PREPARED BY WASHINGTON STATE PIAPIER AMERICAN PUBLIC WORKS ASSOCIATION, CURRENT EDITION (ANA) AND CITY OF '.TUKWILA STANDARDS AND SPECIFICATIONS: - • Z: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,NETH005'AND SEQUENCES OF CONSTRUCTION AND FOR. THE' SAFETY•OF WORKERS. AND OTHER.ON'.THE CONSTRUCTION SITE. - J. IT SHALL RE THE CONTRACTOR'S RESPONSIBILITY. TO PROTECT IN -PLACE ALL UTILITIES AND/00- STRUCTURES WHETHER SHOWN OR NOT SHOWN •00 THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS' SHALL BE REPAIRED AT THE CONTRACTOR'S 000003!. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC -SILT FENCE TO INSURE SEDIMENT LADEN WA1E0 DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR 10 CLEARING 00 OTHER CONSTRUCTION -AND' BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL • FOR ON -SITE EROSION HAS PASSED.. M CONSTRUCTION PROGRESSES' AND•EXPECTED (SEAS00AL) CONDITIONS DICTATE. MORE SILTATION CONTROL FACILITIES • MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE', DURING THE COURSE OF CONSTRUCTION,. IT SHALL BE THE OBLIGATION AND RESPONSIBILITY' OF THE DEVELOPER TO ADDRESS' ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND •TO PROVIDE ADDITIONAL FACILITIES,' OVER AND ABOVE MINIMUM' REQUIREMENTS...AS MAY 00 NEEDED• TO- PROTECT ADJACENT PROPERTIES.. - ' 5: ALL TYPE I CATCH BASINS SHALL BE PER APWA STANDARD -MAD N0. -B-1, WITH APWA STANDARD PLAN. N0. 3-2E FRAME AND GRATE.' ALL TYPE II CATCH BASINS (01L /WATER SEPARATOR) SHALL BE PER APIA STANDARD RAN N0. B -l7 WITH APWA 'STANDARD PLAN N0. 8 -28 FRAME AND CRATE. _ . -6. -THE SACKFUL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS' WITH A'LOOSE AVERAGE DEPTH OP SIX INCHES, MAXIMUM• DEPTH EIGHT INCHES, THOROUGHLY TAMPING EACH EATER. • THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIANETEB ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. ' MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME. M EXCAVATED FROM THE TRENCH EXCEPT THAT ORGANIC MATERIALS, FROZEN LUMPS, OR ROCKS OR ,.PAVEMENT CHUNKS MORE THAN SIX'IRCHES IN MAXIMUM DIMENSION, OR OTHER UNSUITABLE MATERIALS SHALL NOT RE USED:" 7. • ALL STORM DRAIN PIPE. SHALL BE CONCRETE RUBBER GMIETED *STAN. C -16-2 08 • - ASTM C -16 -LI OR 16 CADGE• GALVANIZED STEEL CORRUGATED'NETAL PIPE. STEEL -• PIPE SHALL HAVE WATERTIGHT COUPLING BANDS CONFORMING TO THE REQUIREMENTS OF APRRA SPECIFICATIONS 5ECTION 9- 00.1(2)0. : STEEL- PIPE SHALL RECEIVE • „MAIN= I" ASPHALT COATING INSIDE AND OUT. - - 8. REDOING TOR RIGID PIPE (CONCRETE 71I IRON) SHALL BE CLASS "0" PER ANA' STANDARD PLAN NO. B -11. BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL .110 CLASS "F" PER ANA STANDARD PLAN. NO. 5 -18. TRENCH ! - *10TH SHALL BE 60 INCHES MAXIMUM OR 1-I /2 TIMES PIPE DIAMETER. PLUS (8- INCHES. WHICHEVER I5 GREATER. BACXFLLL SHALL BE.PLACE0 IN 6 (NCH LAYERS • :COMPACTED TO :95Z MAXIMUM DENSITY. - • - -9.. EXTRU100 CURB SHALL BE BONDED-TO THE ASPHALT SURFACE.W1TH AN EPDXY- ' ' BONDING 001197_SUITAB1E 1100 1UAT PURPOSE. PLACE 18 [NCH, 86 RERAN At.8'- 0" 0.C. ANO CCWT7ARY1%S "47' AT Correa.- C9ST /N. •- ... '. 10. 1010PILTRATIOH SHALES, 0E5TRICTORS.AND STO8N DRAINS NOT- LOCATED - ON'NBLIC RICHT- OF-WAY ARE TO:BE PRIVATELY MAINTAINED. . .. _ II. -IN. ALL AREAS, ETHER THAN, R0AD5, WHERE 00N3TRUCTION REQUIRES THE REMOVAL -- Of S00, ETC., THOSE AREAS -SHALL 80 HYDRO - SEEDED WISH. RYE CRASS FOR THE PREVENTION OF ON -SITE. EROSION: " . , 12. .ALL. PIPE SHALL DE LAID OM -A- PROPERLY PBEPAHEO - FOUNDATION ACCOBDIT0 TO ' HASH00LTQY STATE SPECIFICATION 7- 02.7()). THIS SHALL INCLUDE NECESSARY REVELING OF THE TRENCH-BOTTOM OR /HE TOP OF THE FOUNDATION - MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL' TO UNIFORM 'GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. - - ,17.• S130(4 DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO.101 APPROVED PLANS WHICH ARE ON.FIIE IN THE DEPARTMENT OF PUBLIC:WO0K5. ANY. DEVIATION: FROM THE APPROVED PLANS -WILL REQUIRE. WRITTEN APPROVAL FROM-THE PROPER AGENCY. CURRENTLY THE CITY -,OF TUKWILA DEPARTMENT OF PUBLIC WORKS. . . 16. A COPY OF•TNESE• APPROVED PLANS MUST BE ON THE J00 SIM•W0EN0VE8 • 3R •T42 R1Jr.ICFF- .15. ALL ROOF DRAINS AND FOOTING DRAINS SHALL BE TIGNTLINED TO THE STORM- . DRAINAGE SYSTEM. se.1'c.l( r.n■.Tr.r. G1114e.LtO -Boo 6. e0 03 TOP M.I.E. GO.R:.Ae¢ o0- LEGTZ.AII' VAULT RNN6� 0 .J 70 "OI•LI "W.,.'JMM.7 S. 194 CaAFO/N.FTE TREE 01,AT/8 'ECCwYA2V GAY 4.9.412750kE PLAN ( Ir- 4A.:IDE 404.104IETE SIDE'.:ALk_ V W LT _\ • wu LT - A . . 1 ' -L -T� Tv �--r l -N6Gw10UT"i OQ Y6TUTT11A ADEA _ - s -- s SECT /OA/ A -R 022GrA' 7Y/E-1*.PTFCAMT n19efJO JUL 1719901 0.01133017 DEPT. 1 ". 20 ''66.22-89 • 89176.02 1. ALL. MATERIALS •USED FOR "CONSTRUCTION' OF CITY' OP'TUKWILA: SANITARY SIOEY "I" SLNCR3 SHALL BE NEW AND 50003ACED. ALL MATER1AL5-USED ON .THE PROJLCTi .'5RALL SE INSPECTED AND APPROVED 110%-THE CITY .PRIOR TO INSTALLATION::, - ACCEPTANCE OF THR MATERIALS BY THE CITY SHALL NOT RELIEVE T069 DEVEIOPER/CI: WRACTOR 180N.TIIL RESPONSIBILITY TO GUARANTEE CONSTRUCTION' 2. . 2. ALL MATERIALS AND METH005.REFERENCED MERLIN SHALL CONFORM TO-TN68 • 'APPLICABLE STANDARDS .FOR•MATERIALS AND CONSTRUCTION 'POUND LN. ?Slit .. "STANDARD SPECIFICATIONS FOR MUNICIPAL: PUBLIC WORKS CONSTRUCTION." LATEST EDITION. PUBLISHED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC': WORKS ASSOCIATION. AND TIIE.004016GTON.STAT6 DEPARTMENT OP TRANSPOBTATION.1 HEREINAFTER. REFERRED TO AS TIE APWA /W000T STANDARD SPECIFICATIONS. MATERIALS FOR ME. SEVERS.SNALL BE EITHER CONCRETE,. PVC OR OUCTLLE IRON. ' ' AS SPECIFIED 58LOV: -. . . -- - CEMENT CONCRETE PIPE SHALL BE RUBBER -CASKET SELL AND SPIGOT TYPE['. CONFORMING TO ACTH DESIGNATION. C14 CLASS 2 FOR NON - REINFORCED PIPE AMID- 05TN C06 FOR REINFORCED WITH REQUIRED CLASS . TO 50- SPECIFIED 08-194.... A. - DUCTILE IRON PIPE SHALL.CONP08M TO ANSI A21 :51 06 AWA 1151 AND 5X61.[1 5E GAMEST LINED. P050 -05 JOINT UNLESS OTHERWISE SPECIFIED. THE MINDERS- S. • .THICKNESS CLASS SHALL BE CLASS 52 UNLESS OTHERWISE SPECIPIEO; AS • DETAILED IN SECTION 5.3.4 OF THESE STANDARDS. .. - - P.V.C. . PIPE SHALL CONFORM TO -TEE PROVISIONS OP A3TM 03034 -B0. SDK 75 • 6. UNLESS' OTHERWISE SPECIFIED. ALL JOINTS ARE TO SE PUSH -ON SUBSEA GASSY .` TIPS. - ... _ 7. A. PIPE. LASING SHALL 'START 1RIRI'T91 LOWEST POINT UNLESS OTHERWISE APPROVED . B. • 5. MO PORTION OF. ANY. SEWER'NAIN OR LATERAL. INSTALLATION IS TO BE' BACXFLLLED OR.COVE0ED UNTIL APPROVED BY -THE PUBLIC MORES .INSPECTOR. 9.• 6. ALL NEW LATERALS 0E'802E05I061 TO EXISTING STUBS SHALL RE TESTED BY - EITHER BXFILTOATION MATER TEST OR IOM PRESSURE AIR TEST FROM THE POINT OE CONNECTI0NI0 THE EXISTING STUB OR MAIN TO THE CONNECTION 'WITH TER BUILDING PURBINO. TESTING OP SIDE .SEVERS. SHALL 86 PERFORMED '1RIOR- TO''i 10. BACKPILUNC.. - _ ALL REQUESTS FOR II011001005 AND FOR WITNESSING TESTS.SRALL BE SCHEOU . WITH THE - PUBLIC WORKS INSPECTOR 24 -HOURS. IN ADVANCE. FAILURE TO-G491:. " ADEQUATE ADVANCE NOTICE MAY RESULT IN. DELAYS TO THE CONTRACTOR FOR: • REQOIRLD'IN5PECTION. . • . • II. - 5T•THL CITY ENGINEER. -ALL-CONSTRUCTION OF vATE8 DISTRI50110N- SYSTEMS SHALE: CONFORM 10 1810::'; DESIGN 5CQOI0SCENT3 OF THE STATE OF WASHINGTON DEPARTMENT Ol SOCIAL:AND HEALTH SERVICES MOTHS CITY Of 15001.9 PUBLIC WRVS WATER' CONSTRUCTION: AND DSVELOPNENT.STANDA0D5. -r. EXCEPT AS 010180150 NOTED HEREL5, "ALL WORK SHALL 5E ACCOMPLISHED AS - 'REC6YYEN0ED IN ,APPLICABLL AMMAN WATERWORKS ASSOCIAT108 (ANNA) AND AMERICAN PUBLIC WORKS ASSOCIATION (6106) SpECIFICATI0N5 NFPA 24 'AND- ACCORDINI: TO THE RECOMMENDATIONS OF THE MANUFACTURER OF ENE MATERIAL OR EQUIPMENT USCG. CONTRACTOR PER/ORMING ACTUAL CONSTRUCTION SHALL HAVE A COPY 0P THE SPECIFICATIONS ON THE.JOS SITE AT ALL TINES. CONTRACTOR' .SHALL FURNISH A WATER TIGHT PLUG or THE APPROPRIATE SIZE VNLCH SHALL' BE ' INSTALLED IN THE ENO OF THE WATER MAIN. VLEN WORK IS DELAYED OR STOPPED AT TEE END OF THE WORK, DAY. .. WATER MAINS SHALL BE A MINIMUM DEPTH OF THIRTY -SIX (76) INCHES BELOW ROAD RIGN2 -OP -WAY. BELOW FINISHED GRADE. ALL WATER MAINS AND SLIMES WILL NOT BE MOLE THAN SIX (6) f6ET 5EIOV FINISHED GRADE. DUCTILE IRON PIP6.SRALL BE CEMENT -LINED 31ANDA6D-THIC59151 CLASS 52' 001103 OIN100ISE SPECIFIED AND SHALL CONFORM TO •T3E STANDARDS OP' USA • 9TINDMD -21.51 (ANA C -131). - RHABER CASIIT 8110 JOINTS TO as .PUSH-ON-JOINT (01100) 02 MECHANICAL Jour.. (M.J.) IN ACCORDANCE WITH 05A STANDARD A21 -11 (ANA C -111). UNLESS • OTHERWI50 SPECIFIED.. . "FLANGED JOIST SHALL C0NF0RLF•TO•USA STANDARD, 516.1. STANDARD TSICXN105 CEMENT LINING SHALL BE IN ACCORDANCE' VITN 03A•STANOA10 TRENCHES SHALL BE PROVIDED PER TUO/ILA STANDARD PLAN 11-17 AND OSHA/WISHA REQUIREMENTS. ALL TEES; PLUGS AND HYDRANTS SHALL BE PROVIDED WITH REACTION BLOCKING.. .TIC RODS OR JOINTS. DESIGNED TO PREVENT NOVOENT MAY ALSO RE REQUIRED. ' OK -SITE MIRING OF CONCR1TE.13 HOT ALLOWED SEDI -MIX ONLY. (REF.PLA11 W-1 A • 0-2). ALL TIE -RODS SHALL BE PAINTED WITH A 8111010 OUS COATING. A CONTINUOUS AND UNIFORM BEDDING SHALL 58 PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. SACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE.. ASO TO -A SUFFICIENT HEIGHT ABOVE THE PIPE TO' AOEQUAT5LY.SUPPORT AND PROTECT THE PIPE. ST0N63 FOUND-111 THE TRENCH SHALL RE REMOVED roR A •011111 OP AT LEAST SIR (6) INCHED BELOW ' THE 50TT515 OP THE PIPE. . CLASS 52 DUCTILE IRON PIPE IN5TALLED•T2 ACCORDANCE 111TH'AWA STANDARD C- 151 A10•THE MANUFACTURERS RECOMMENDATION. „ • 12. FIRE HYDRANTS SHALL BE CONSTRUCTED PER CITY STANDARDS PLANS V -7. W-18.. W-5 AND W-6 AND CT0•2001SANCE N0. 729. • 1 -F.N. Abby - • 1- b: Pl8A1D )PL) O ON .MOUNT TO R MOM W M TOO 10•11 01 AOSIO. 40 4,14 1 'CUM 0.0 MTa m 0 .ARLLn 0►IK•-.14. 40 +n !A1LA9L A-. . CA COWL. • 00005 m COMM TO A.M.8.0. SRCDOCATIVO C (01.4.1 POLL N COOOISSIOr1TSC NO POLL 00080 1.1)816 Into. PC MJICA MINT 0[08X44 T.1 871 AT 1)4 CAOA0 LW R ie ST04 87010.11 SMO. COMM TO CM OAO.wt1 1111. . TO IAN STINT 01 N ONCTN 58 11At J MTWM- DOLL MK • SN-011.84 01T 0081 MI1M •ACTRT TILLED ANN•OR 56LO14 R 411 0 1P 1 COMM 014 06044 OIL 0 9111 POOL 181 LEI NM TO 'V' APO 1044. Ill VIN STR _ 99LL OM • Must. SINK. • ¢bIVIC.6 MOTSAL 1•.. I!C IRALGAT - ;. MdTe2 , . 00 616 �r 150pTLD GwJDUPTb � . A.s1. 7p T.0-1-4.4 S.D. s: bM.9 )T.v. • Amonotammo ono 16T TO. 000*5R ONAVV. OA , . 011104 0447 . A NOWT% POLL 5* *59 80 E VITO IIO K M.I.T. 1 PTS MD 08. N S.T. 2. 61081 08(0001 PORT 0O 90110180 • IY 0OOK04 01M1• b6ATNC 44T. . MOORS fMNL .wt • P M.J. BOTH 0O04CTIC6 MO A" YAM VAL80 MOM; 901 N 161001 Mt • LT son No POLL WO )P AMPS ewe was TO IMF MI q OIIOMYA AT. - S. TO 0 0.1.. N0F 0 NO 080 A T OQA1P6 C. 1P 00 mow WT IMO 0AC0 A01 MTM 0.80100 80106/08 ON cm 0111•). , r • 0.1'- WTOARTN -0.. OM.J.OI.L. . I. 8.1/.0'0070 MO. 91001 CM. . ., . C. A. CT - '1:1:1: mK. 000 RA R MAN m ICON TO1MI11M CLAW. 10. RT. . 8.110101 IM 7M.L4lIO6 m 0 RA MOS SUMAC MAN NO ALQTIAOO.IS"R ROMA 7101011* COOS 1.40 NO CIT ONT0.0 0741... TN 4001x7 ASSOILT OFFS.! WP4 !KTN. SITE SMELTGOF. GD \) N T.e. -7438 60116 g - b. \ GoN+�uw 616p L VE Lev..021110 - r c SOUTHC6 . f.B.•4Y.:A 8061' 0.06(1 1+- •89x6' TOPPI114• Tee MJT•FL 1 .... TA.PPI■)V MATE VAL.V/E. FL.9MU 1.. c.oJA:mare TATP/sT No& 6.22.89 .89176.02 {-- 214LC -13 — VERIFY EX,STING UTILITIES s?21oR'TO ww1STRucl,axl ss'lt"1. M , .. !i WATER I 8" T. B" TAPPING TEE'(MS•FLV I– 9" TAPPING GATE VALVE (FL •N;)„ l+ GoNC 9LOCK -DSB bSZ .0911:6 o5'': LANDSCAPE NOTES ..1. Sub grade. including berms, to within 1 /10th foot provided by general'. unless otherwise noted. Subgredes will be impacted by -landscape architect or ownels rep. before landscape installation. 2 landscape contractor shall scarify sub' grade. 3. 4" depth tuproll in all planting areas, Pacific Topsoil spy mix or approved • 4. 20 depth mulch to all planting beds. 6. All plant material shall be impacted by landscape architect or owner's rep. before installation. 6. All am plantings shall have triangular spacing. - - 7. All plat material shell coeform to USA.staederd for nursery stock. latest edition. .. ' 8. Plant materiel of sire or kind. not available may be substituted with approval of landscape architect. - 9. All tree pits shall be inspected for proper drainage by landscape architect • or owner's rep. , 10. Positive drainage shall be maintained. Mooed plating areas minims 12°. Maxim slope 711. unless otherwise noted. - 11. Shrubs and trees minim 42" from curb for car overhang, onleas, ohealstops 12. 6" wide mulch mowing strip where lawn is adjacent to building. 13 landscape contractor shall maintain site until final inspection and acceptance -by owner. ' n..archItects . 1lnardle design group.. •rehltmots 1636 . vestlaka amnr. • suits 204 . . seethe, rra 98109. (206)263 -4784 1REGISTERE0I /1RCi11fECT ICI tpURwC Are OF mrim,ulGTms consultants : SHRUB PLANTING DETAIL KEN LONEY STATE os rmvamn Luau. Aq .tgr FEMUR E. L060 . CERTIFICATE Ea 30 oerigN/NG' -WALL — TREE PLANTING DETAIL project title : 1V102TH HILL OFP'/GE BU/L0114 -. 'PLANT LIST =.7z //' GoN/NPzN A4A' -1 • • I a RZUNLS CE17.44/Fi7?4 : NEwPCYLT : / • N6kJft2r F O[-teilal& Pbf/M 2' CAG.. 9 F3 fi PCC2 (GOl- AA/ape* '�..,t4;PZ/Afa`i" N/.4� E.... Z "yam GAL. Pj r 9 :. �'. F141/4G9 N1y64 - BL/ :C /NE -. U M4V. FJ:'S 11 eG/ONYM/.iy ?Ld7> 'Coro, r.V' • _7 . ea. Mr'cr. wi t .wNw. -ii Cie e3aC - ?4'NIA/, • , ,11 P'* AJC710N Ml.1Oi, FU2 J4. - NI/Al.. • 7 ' IZf-IOG17PGiv0i o(J • 0,414M7 /06-5 21' M/N. • -!$ .?%i+iVc» G..orr G iv v / .07717 LUY/"tN CAliRe- • rlcr 6OA NEUY /'iaN■ri • ivy. ; 4' FD7ri ::4' O.G. • .„Arifi 7-.o i`I',t.c* ()VA- 44;03/ 1//,IIN'CK/NN /cA- 4'. lc* 'Deep ' I A1tw - 5C6 R.•V / • • rr-; Paz' /f C'' /ti/AI: ;!.e ,1 " PJ{7T /NW'. Fpo p2.i '/ PH07MLA . *co' M /N. BVCG Z ING, sheet title : LANDSCAPE. PLAN PLANTING PLAN x.20!.. m reAacria Job pa: d6wt: /G, MAZY checked: date etteet 1o: L -I date: